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• O r Y IT C r T <br />eECWm 2x6 MIN TO BLK W/ My, <br />ANCHOR BOLT W/ 2' WASHER SET <br />IN SUMP' N HKaFJ STRENGTH <br />EPDXY 4' EMBED. <br />BECURE 2x4 ON <br />--� <br />FLAT TO BLK <br />W/ CUT NAILS. <br />SIDES: <br />O' <br />2X6 GARAGE DOOR BUCK W/ (3) <br />)5'X8' J-BOLTS 4' EMBEDMENT MIN. <br />W/ 2'X2'X)( WASHER AND NUT <br />SPACED EVENLY FROM FLOOR TO <br />GARAGE DOOR HDR IN JOINTS <br />PRIOR TO FILLING <br />1-2X6 PT BLOCK • CENTER OF <br />DOOR HEADER W/(I))5'XW J-BOLTS <br />4- EMBEDMENT W/ 2'X2'X'`' WASHER <br />AND NUT <br />O <br />R <br />VHRHUL. UVVlt <br />��1BUCK ATTACHMENT <br />SCALE: I/1'•1'-0' <br />6`9' SECURE TO TRI165 W/ 3-12d <br />b'-8' OC. MAX TYP. <br />2X4 SECURE TO 2X4 BLK W,2-12d <br />SECURE TO BLK W/ META-16 <br />7 2'-0" EXTENSION ® OPT SERVICE DR. <br />SCALE, I/J'•I'-0' <br />2X4 SECURED TO <br />GABLE END <br />W/(2)12d•EA WRIGHT <br />2X4 SECURED TO <br />L-2x4 BLOCKING <br />EA RAFTER <br />L-30 EA. <br />RAFTER <br />V.2.TER <br />-2x4 RAFTER <br />• 24' .. <br />PRE-ENG TRUSSES W/ TRUSS <br />CONNECTOR VERIFY W/ <br />FRAMING PLAN <br />DOUBLE TOP PLATE <br />CRIPPLE STUDS • 16, OC. <br />MAX <br />SIMPSON LSTA-12 • EA JACK <br />STUD, BOTH SIDES OF <br />OF FINING. <br />2x STUDS • 16' OC. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN I' OF IN WDOW/ DOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />KING STUDS (SEE HEADER <br />SPAN CHART FOR DETAILS <br />AND SPECIFICATION) <br />JACKS (SEE HEADER SPAN <br />CHART FOR DETAILS AND <br />SPECIFICATION) <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 0d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MOIRE <br />THAN 12' OC. STAGGERED <br />SP4 OR H5 • TOP AND <br />BOTTOM PLATES • EA FULL <br />LENGTH STUD, BOTH SIDES <br />OF OPENING. <br />SHEATHING TO LAP TO TOP <br />OF MASONRY WALL. <br />SHEATHING MST NOT <br />BREAK 1'-4' MIN. FROM 2ND <br />TYP. EXTERIOR WINDOW/ DOOR FLR LNE. <br />�1 FRAMED OVERHANG cJ OPE ING WD FRAMED W FLOOR TRUSS <br />SCALE, 1/2'•1'-0- <br />FASTENER SCHEE3ULE <br />ROOF DIAPHRAGM <br />USE 1/16' OSB. OR 1/2' COX PLY WITH -8 RING SHANK GUN NAILS AT 4' OC. AT <br />SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />ROOF SHEATHING TO GABLE END FRAME <br />USE 5 GUN NAILS • 4' D.C. <br />EXTERIOR SHEATHING <br />USE 1/16' O.S.M. OR 1/2' PLY WTH •8 RING SHAW GUN NAILS AT 6' OG. AT <br />PANEL SIDES AND •8 RING SHANK GUN NAILS 4' OC. TOP 4 BOTTOM <br />PANEL AND '8 RING SHANK GUN NAILS AT 6' OC. AT <br />INTERMEDIATE SUPPORTS. SEE DETAIL. <br />NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN <br />ACCEPTABLE FASTENER FROM ANY MANUFACTURER <br />NAIL REQUIREMENTS <br />rj-"� STICK BUILT WALL DETAIL <br />�J NTS. <br />SIZE HEAD LENGTH DIA. TENSILE Si <br />TOP CORD BLOCKING AT 4' <br />i <br />Bd TdOINDJMODIFIE 2 3/8' 113 IT0p00 <br />OR T <br />OC. MAX. IN FIRST 1 FRAMING <br />F <br />SPACES AT EACH END. <br />NOTE, , NAILS TO BE MFG. BY MEMBER OF INT. <br />STAPLE, NAIL 4 TOOL ASSOCIATION <br />RAFTER OR TRUSS <br />I. 0.113 INCH NOMINAL SHANK DIAMETER <br />ROOF SHEATHING2. <br />a <br />F <br />RING, DIAMETE <br />3. 16 TO 20 RINGS PER INCH <br />4. 0.280 INCH FULL ROUND HEAD DIAMETER <br />Z <br />5.2 INCH NAIL LENGTH <br />p <br />m 3 <br />ROOF SHEATHING LAYOUT <br />I <br />AND ENDW4LL BRAGINra <br />BUILDING LENGTH <br />* —.-- --____ <br />NOT USED <br />FOR GABLE END FRAMING <br />SPS • EA, STUD TOP 4 <br />BOTTOM <br />PRE-ENG TRUSSES WM6186 <br />CONNECTOR UP TO 'I000 <br />UPLIFT <br />DOUBLE TOP PLATE <br />SIMPSON MSTA-24 • EA JACK <br />2x8 STUDS • 16' O.C. MAX W/ <br />SHEATHING. SHEATHING TO BE <br />WITHIN I' OF W/ WINDODOOR <br />OPENING AND SECURE PER <br />FASTENER SCHEDULE <br />(2) STUDS, (2) JACCB • EA. <br />SIDE OF OPENNG <br />JACK STUD ASSEMBLY TO BE <br />SECURED ONE PLY • A TIME. <br />USE 12d NAILS, TWO WITHIN 6' <br />FROM EACH END 4 NO MORE <br />THAN 12' OC. STAGGERED <br />WINDOW SILL W/CRIPPLES <br />16, O.C. <br />VA ANCHOR BOLT <br />6' OC. MAX WITH 1' <br />EMBEDMENT AND 2' <br />DIA WASHER <br />SIMPSON MSTAM•24 • EA <br />JACK, SECURED W/(3))" X 1 <br />3/4' TAPCONS TO CMU <br />W/IMIN. 2' COVER 1 2' APART <br />2XS P.T. BOTTOM PLATE <br />5 WINDOW OPENING <br />2-STORY WALL <br />Rl-suave Gw w 6 . 4- CC. <br />�BOITM EDGES <br />i <br />TYP. EXT. SHEATHING ATTACHMENT <br />FOR WALL SHEATHING (OSB TO BE <br />STRUCTURAL GRADE) <br />NOTE: TYP. EXT. SHEATHING ATTACHMENT <br />FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL <br />GRADE) CONNECTORS FROM STUD TO PLATE ARE <br />NOT REQUIRED EXCEPT • OPENINGS <br />z <br />ao <br />�o <br />a� <br />11 <br />TRUSS <br />MTS-12 <br />1/16' OSB. <br />2X4 <br />BTM. <br />PLATE <br />2X4 DBL. TOP PLATE <br />2X4 STUD 16' OC. <br />l/I6' OSB. <br />1/2' AB. W/ MIN. <br />1' EMBEDMENT <br />LOCATE 6'-V FROM ENDS <br />AND 32' OC. MAX. <br />TEXTURED FINISH <br />MTS-12 <br />META-16 <br />32' OC. MAX. <br />S' CM0.0 WALL <br />PRE-ENGINEERED <br />TRUSS <br />0 <br />KKNEE <br />WALL DETAIL <br />TO BLOCK <br />SCALE: U2'•1'-0' <br />SECURE 2.10 BLOCK <br />W/ (2) &' TAPCONS OR <br />DRIVE PIN <br />MIN SHARK SIZE J45) <br />(MIN EMBED. 1 }') o g <br />WITHIN S' OF EACH p: AN <br />END AND 18' O.C. MAX' p <br />SPACING. <br />a' OS13. SHEATHING OR <br />}' CDX PLYWOOD <br />2x4 BLOCKS <br />CM WALL <br />�a1 ARCH WINDOW FRAME A SECTION <br />SCALE: V2''1'-0' <br />RING SHANK GUN NAILS <br />• 6' OG. IN FIELD <br />TYP. EXT, SHEATHING ATTACHMENT FOR ROOF <br />SHEATHING (OSB. TO BE STRUCTURAL GRADE) <br />18 2' DECK SCREWS • 6'-8' <br />OC. MAX • EDGES 1 12' OC. <br />MAX IN FIELD. UNTHREADED <br />'SHANK TO EMEND BEYOND' <br />THICKNESS OF SUB <br />SHEATHING <br />TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO <br />ALL EXPOSED MEMBERS <br />PRE-ENG TRUSS <br />DEL. 2X TOP PLATE <br />1/16. OSB. <br />2X BLOCKING <br />TOP OF <br />1/16, OSB. <br />2X STUDS 16' C.C. MAX. <br />2X BTM. PLATE <br />3/4' FLOOR DECKING <br />PRE- ENGINEERED <br />BOTTOM <br />2X4 • TOP 1 COOT. <br />HETA•I6 <br />BLK WALL <br />O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK <br />W/ 1/4' GAP FROM BLK TO C.S.M. <br />O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT <br />PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN <br />O3 REMAININJG AREA TO BE SHEATHED FROM COL. TOP <br />PLATE TO HORIZONTAL BLOCKING, <br />® SHEATHING a TOP OF WOOD FRAMED WALL TO BE <br />STAGGERED MIN. OF I6' FROM SWEET BELOW <br />05 INSTALL ALL SHEETS W,FACE GRAN PARALLEL <br />TO STUDS <br />EXT. WALL SHEATHING <br />�� SCALE: I/2'•I'-0' <br />L441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.a bdesigngToap.00tn <br />AA #: 0003325 <br />F <br />W <br />N <br />14 <br />0 <br />G <br />O <br />cai <br />O <br />F <br />O <br />F <br />ti <br />BU DDIV. 43a W7 <br />SILVERADO <br />LOT #11 <br />BLK #1 <br />PROJECw <br />04128.000-11001 <br />MODEL& <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8'WMG: <br />LEFT <br />PAGE- <br />misc. <br />DETAILS <br />50 MPH EXP, B <br />ARCHITECT-. <br />STATE OF FLORA <br />DA 11/09/16 <br />SCALE: 1 /4"=1' - 0" <br />spimsT <br />/^y <br />D F� <br />